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HomeMy WebLinkAboutTRUSSRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I28862084 thru I28862126 My license renewal date for the state of Indiana is July 31, 2018. 1700041 Truss Engineer’s responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Drees Homes 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 26,2017 Job 1700041 Truss M1 Truss Type Monopitch Qty 9 Ply 1 Drees Homes Job Reference (optional) I28862084 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:09 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-d6neAxn9FeXbkLdq00Jlu5xgzMDkp_I3P8GwKEzrV4C Scale = 1:39.0 1 2 3 4 6 5 7 8 2x4 3x6 3x6 3x6 1.5x4 5-4-10 5-4-10 10-4-0 4-11-6 -1-0-0 1-0-0 5-4-10 5-4-10 10-4-0 4-11-6 0-6-126-7-17.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-11], [2:0-0-13,0-5-6], [2:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.25 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=398/0-3-8, 2=474/0-3-8 Max Horz 2=177(LC 6) Max Uplift 5=-14(LC 6), 2=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/46 BOT CHORD 2-6=-123/357, 5-6=-123/357 WEBS 3-5=-430/81 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB1 Truss Type Piggyback Qty 22 Ply 1 Drees Homes Job Reference (optional) I28862085 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:10 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-5IK0OHon0ygSLVC0Zjq_RJTt_mbZYU7Cdo0UtgzrV4B Scale = 1:31.4 1 2 3 4 5 67 10 9 8 11 12 13 14 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-0 16-7-0 8-3-8 8-3-8 16-7-0 8-3-8 0-4-54-8-90-1-80-4-50-1-87.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [6:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-11-2. (lb) - Max Horz 2=-74(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=258(LC 1), 10=350(LC 13), 8=350(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-262/99, 5-8=-262/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 8-3-8, Exterior(2) 8-3-8 to 11-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB2 Truss Type Piggyback Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862086 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:10 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-5IK0OHon0ygSLVC0Zjq_RJTtumbZYVQCdo0UtgzrV4B Scale = 1:28.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-0 16-7-0 3-10-15 3-10-15 12-8-1 8-9-2 16-7-0 3-10-15 0-4-52-1-140-1-80-4-50-1-82-1-147.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-3-0,0-1-12], [7:0-3-0,0-1-12], [8:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-11-2. (lb) - Max Horz 2=-34(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=334(LC 13), 12=327(LC 13), 10=327(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-256/82 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 3-10-15, Exterior(2) 3-10-15 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB3 Truss Type Piggyback Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862087 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:11 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-ZVuObcpQnGoIzfnD7RLDzW02IAxhHyiMsSl1P7zrV4A Scale = 1:28.5 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-0 16-7-0 7-4-1 7-4-1 9-2-15 1-10-14 16-7-0 7-4-1 0-4-54-1-140-1-80-4-50-1-84-1-147.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-11-2. (lb) - Max Horz 2=-65(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11 except 12=334(LC 13), 10=334(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-4-1, Exterior(2) 7-4-1 to 9-2-15, Interior(1) 13-5-13 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB4 Truss Type Piggyback Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862088 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:11 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-ZVuObcpQnGoIzfnD7RLDzW02fAxoHygMsSl1P7zrV4A Scale = 1:28.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-0 16-7-0 3-10-15 3-10-15 12-8-1 8-9-1 16-7-0 3-10-15 0-4-52-1-140-1-80-4-50-1-82-1-147.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-3-0,0-1-12], [7:0-3-0,0-1-12], [8:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-11-2. (lb) - Max Horz 2=-34(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=334(LC 13), 12=327(LC 13), 10=327(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-256/82 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 3-10-15, Exterior(2) 3-10-15 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB5 Truss Type Piggyback Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862089 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:12 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-1hSnpyq2YZw9bpMPh8sSWkZD1aGw0OxV56VbxZzrV49 Scale = 1:28.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-0 16-7-0 7-4-2 7-4-2 9-2-14 1-10-13 16-7-0 7-4-2 0-4-54-1-140-1-80-4-50-1-84-1-147.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-11-2. (lb) - Max Horz 2=-65(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11 except 12=334(LC 13), 10=334(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-4-2, Exterior(2) 7-4-2 to 9-2-14, Interior(1) 13-5-13 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB6 Truss Type Piggyback Qty 1 Ply 3 Drees Homes Job Reference (optional) I28862090 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:12 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-1hSnpyq2YZw9bpMPh8sSWkZF2aHu0OZV56VbxZzrV49 Scale = 1:38.6 1 2 3 4 5 67 10 9 8 11 12 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-3-0 12-3-0 6-1-8 6-1-8 12-3-0 6-1-8 0-5-36-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-1-8], [6:0-4-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-10. (lb) - Max Horz 2=-106(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=291(LC 13), 8=291(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-1-8, Exterior(2) 6-1-8 to 9-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB7 Truss Type Piggyback Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862091 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:13 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-Wt090IqgJt20CzxbFrNh2x5Ow_c7lqhfJmE8T?zrV48 Scale = 1:38.6 1 2 3 4 5 67 10 9 8 11 12 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-3-0 12-3-0 6-1-8 6-1-8 12-3-0 6-1-8 0-5-36-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-1-8], [6:0-4-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-10. (lb) - Max Horz 2=-106(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=291(LC 13), 8=291(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-1-8, Exterior(2) 6-1-8 to 9-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss PB8 Truss Type Piggyback Qty 7 Ply 1 Drees Homes Job Reference (optional) I28862092 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:13 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-Wt090IqgJt20CzxbFrNh2x5Ow_c7lqhfJmE8T?zrV48 Scale = 1:38.6 1 2 3 4 5 67 10 9 8 11 12 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-3-0 12-3-0 6-1-8 6-1-8 12-3-0 6-1-8 0-5-36-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-1-8], [6:0-4-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-10. (lb) - Max Horz 2=-106(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=291(LC 13), 8=291(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-1-8, Exterior(2) 6-1-8 to 9-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R1 Truss Type Piggyback Base Qty 3 Ply 1 Drees Homes Job Reference (optional) I28862093 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:14 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-_4aXEerI4BAtq6WooZuwb9eV5NojUD9oYQ_h0SzrV47 Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 25 26 27 28 29 30 3x6 4x6 4x6 3x6 8x12 4x4 4x4 3x6 5x12 1.5x4 1.5x4 5x12 5x12 1.5x4 8x12 4x4 4x4 3x6 11-0-0 11-0-0 17-1-8 6-1-8 23-3-0 6-1-8 34-3-0 11-0-0 -1-0-0 1-0-0 5-6-12 5-6-12 11-0-0 5-5-4 17-1-8 6-1-8 23-3-0 6-1-8 28-8-4 5-5-4 34-3-0 5-6-12 35-3-0 1-0-0 0-11-1211-11-120-11-1211-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-6-13,Edge], [6:0-4-4,0-1-12], [8:0-4-4,0-1-12], [12:0-6-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.71 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.83 0.07 (loc) 12-14 12-14 12 l/defl >999 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-0-11, Right 2x6 SPF No.2 4-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except 2-0-0 oc purlins (5-1-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-18, 7-14, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1760/0-3-8, 12=1760/0-3-8 Max Horz 2=229(LC 8) Max Uplift 2=-6(LC 9), 12=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1969/135, 4-6=-1735/188, 6-7=-1153/186, 7-8=-1153/186, 8-10=-1735/188, 10-12=-1969/135 BOT CHORD 2-18=0/1263, 16-18=0/1305, 14-16=0/1305, 12-14=0/1263 WEBS 6-18=-30/809, 7-18=-423/66, 7-14=-423/66, 8-14=-30/809 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-5-2, Interior(1) 2-5-2 to 11-0-0, Exterior(2) 11-0-0 to 28-1-2, Interior(1) 28-1-2 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R1A Truss Type Common Qty 2 Ply 1 Drees Homes Job Reference (optional) I28862094 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:14 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-_4aXEerI4BAtq6WooZuwb9ea8Nv_UGGoYQ_h0SzrV47 Scale = 1:44.6 1 2 3 4 5 6 7 8 9 10 11 12 4x4 5x12 4x4 5x12 4x4 5x12 1.5x4 1.5x4 6-6-0 6-6-0 13-0-0 6-6-0 -1-0-0 1-0-0 3-4-12 3-4-12 6-6-0 3-1-4 9-7-4 3-1-4 13-0-0 3-4-12 14-0-0 1-0-0 0-11-127-5-120-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-6-13,Edge], [8:0-6-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.31 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 2-10 8-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 2-6-4, Right 2x6 SPF No.2 2-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=580/0-3-8, 8=580/0-3-8 Max Horz 2=134(LC 8) Max Uplift 2=-17(LC 9), 8=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-544/67, 4-5=-419/105, 5-6=-419/105, 6-8=-543/67 BOT CHORD 2-10=-6/314, 8-10=0/314 WEBS 5-10=-78/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-0, Exterior(2) 6-6-0 to 9-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R1GBL Truss Type Common Girder Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862095 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:15 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-SG8vR_swrUIkSG5_MGQ98MBlgnJJDiwxn3jFYuzrV46 Scale: 1/4"=1’ 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 4x4 3x6 13-0-0 13-0-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 14-0-0 1-0-0 0-11-127-5-120-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.05 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-0-0. (lb) - Max Horz 18=-155(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 12, 16, 17, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 18, 12, 15, 16, 17, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-6-0, Corner(3) 6-6-0 to 9-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12, 16, 17, 14, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R1GIR Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 Drees Homes Job Reference (optional) I28862096 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 15:11:09 2017 Page 1 84 Lumber0783, Franklin, Indiana, . ID:mDstyuOUGCI45y_GzABVdbzrWUm-1bJDTDZu4eWCtlNQl0d641IbpJx9yFRrz6xUTPzrS0G Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 3132 33 34 35 36 3738 39 40 41 4x6 8x16 MT18HS 10x12 4x6 8x16 8x12 4x6 5x12 8x12 4x6 10x12 8x12 3x6 3x6 5x12 10x12 4x6 6x8 3x6 3x6 8x12 8x12 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 4-0-14 4-0-14 7-6-7 3-5-9 11-0-0 3-5-9 15-1-0 4-1-0 19-2-0 4-1-0 23-3-0 4-1-0 26-8-9 3-5-9 30-2-2 3-5-9 34-3-0 4-0-14 4-0-14 4-0-14 7-6-7 3-5-9 11-0-0 3-5-9 15-1-0 4-1-0 19-2-0 4-1-0 23-3-0 4-1-0 26-8-9 3-5-9 30-2-2 3-5-9 34-3-0 4-0-14 11-11-1211-11-1212.00 12 Plate Offsets (X,Y)-- [1:0-2-11,Edge], [4:0-1-12,0-2-0], [5:0-8-0,0-4-12], [8:0-5-8,Edge], [12:0-2-7,Edge], [13:0-3-8,0-1-8], [14:0-3-8,0-3-0], [15:0-6-0,0-5-12], [16:0-3-8,0-1-8], [18:0-6-0,0-5-12], [20:0-3-8,0-5-12], [21:0-6-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 17.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.92 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.30 0.08 (loc) 20-21 20-21 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 1642 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-8: 2x10 SP No.1 BOT CHORD 2x12 SP No.1 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP No.1, Right: 2x6 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=23913/0-5-8 (req. 0-7-1), 12=21189/0-5-8 (req. 0-6-4) Max Horz 1=212(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-28713/0, 2-3=-25668/0, 3-4=-25551/0, 4-5=-22248/0, 5-23=-17749/0, 6-23=-17751/0, 6-7=-17753/0, 7-24=-15224/0, 8-24=-15222/0, 8-9=-20951/0, 9-10=-22755/0, 10-11=-22900/0, 11-12=-25032/0 BOT CHORD 1-25=0/19177, 22-25=0/19177, 22-26=0/19193, 26-27=0/19193, 21-27=0/19193, 21-28=0/18082, 28-29=0/18082, 20-29=0/18082, 19-20=0/16021, 19-30=0/16021, 30-31=0/16021, 31-32=0/16021, 18-32=0/16021, 18-33=0/16748, 17-33=0/16748, 17-34=0/16748, 16-34=0/16748, 16-35=0/16748, 35-36=0/16748, 36-37=0/16748, 15-37=0/16748, 15-38=0/16067, 14-38=0/16067, 14-39=0/16743, 13-39=0/16743, 13-40=0/16732, 40-41=0/16732, 12-41=0/16732 WEBS 2-22=0/4241, 2-21=-1783/0, 4-21=0/7099, 4-20=-5159/0, 5-20=0/10136, 5-18=0/5100, 6-18=-290/36, 7-18=0/2988, 7-16=0/2235, 7-15=-4636/0, 8-15=0/13474, 9-15=-2389/0, 9-14=0/3682, 11-14=-1086/0, 11-13=0/2856 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 5 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 17.0psf. 9) WARNING: Required bearing size at joint(s) 1, 12 greater than input bearing size.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R1GIR Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 Drees Homes Job Reference (optional) I28862096 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 15:11:09 2017 Page 2 84 Lumber0783, Franklin, Indiana, . ID:mDstyuOUGCI45y_GzABVdbzrWUm-1bJDTDZu4eWCtlNQl0d641IbpJx9yFRrz6xUTPzrS0G NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2678 lb down at 2-0-12, 2669 lb down at 4-0-12, 2669 lb down at 6-0-12, 2669 lb down at 6-7-7, 2669 lb down at 8-7-7, 2663 lb down at 10-7-7, 2631 lb down at 12-7-7, 2669 lb down at 14-7-7, 2650 lb down at 16-7-7, 2124 lb down at 18-7-7, 2119 lb down at 20-7-7, 2158 lb down at 22-7-7, 2158 lb down at 24-7-7, 2158 lb down at 26-7-7, 2158 lb down at 28-7-7, and 2158 lb down at 30-7-7, and 2158 lb down at 32-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-74, 5-8=-74, 8-12=-74, 1-20=-34, 20-31=-74, 31-33=-34, 33-36=-74, 12-36=-34 Concentrated Loads (lb) Vert: 22=-2669(B) 14=-2158(B) 25=-2678(B) 26=-2669(B) 27=-2669(B) 28=-2669(B) 29=-2663(B) 30=-2631(B) 32=-2669(B) 33=-2650(B) 34=-2124(B) 35=-2119(B) 37=-2158(B) 38=-2158(B) 39=-2158(B) 40=-2158(B) 41=-2158(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700041 Truss R1SBL Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862097 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:18 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-srp230up7PgJJkpZ1Pzsl?pAc?HrQ?GOT1yv9DzrV43 Scale = 1:88.8 1 2 3 4 5 6 7 8 9 10 11 29 28 27 25 24 23 22 21 20 19 18 17 16 15 14 13 12 57 58 59 60 61 62 63 26 64 3x6 5x12 5x12 3x6 5x12 5x12 5x12 3x6 3x6 3x6 5x12 3x6 3x6 8x12 5x12 5x12 3x6 3x6 5x12 3x6 3x6 5-7-12 5-7-12 11-0-0 5-4-4 12-8-8 1-8-8 17-1-8 4-5-0 23-3-0 6-1-8 28-7-4 5-4-4 34-3-0 5-7-12 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 17-1-8 6-1-8 23-3-0 6-1-8 28-7-4 5-4-4 34-3-0 5-7-12 35-3-0 1-0-0 0-11-1211-11-120-11-1211-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-10-4,0-1-12], [7:0-10-4,0-1-12], [10:0-3-8,Edge], [17:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.32 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 27-28 27-28 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 327 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-28,9-16: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 20-31,32-33,34-35,25-36,38-39,50-51: 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 3-8-0, Right 2x8 SP No.1 3-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21,19-20. WEBS 1 Row at midpt 3-27, 5-22, 6-22, 7-22, 7-19, 9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-6-8 except (jt=length) 2=0-3-8, 26=0-3-8. (lb) - Max Horz 2=229(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 19, 15, 12, 26 except 25=-132(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 20, 21, 24, 25, 18, 13, 12 except 2=698(LC 13), 22=1118(LC 1), 19=319(LC 1), 16=379(LC 14), 26=303(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-733/41, 3-5=-349/135 BOT CHORD 2-28=-77/408, 27-28=-77/408 WEBS 3-28=0/259, 3-27=-380/141, 5-27=-36/358, 5-22=-577/48, 6-22=-427/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-5-2, Interior(1) 2-5-2 to 11-0-0, Exterior(2) 11-0-0 to 28-1-2, Interior(1) 28-1-2 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 19, 15, 12, 26 except (jt=lb) 25=132. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R2 Truss Type Common Qty 4 Ply 1 Drees Homes Job Reference (optional) I28862098 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:18 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-srp230up7PgJJkpZ1Pzsl?pFQ?JpQ57OT1yv9DzrV43 Scale = 1:31.6 12 3 4 5 6 7 8 9 10 11 12 4x4 5x12 4x4 5x12 4x4 5x12 1.5x4 1.5x4 4-0-0 4-0-0 8-0-0 4-0-0 -0-6-13 0-6-13 2-1-12 2-1-12 4-0-0 1-10-4 5-10-4 1-10-4 8-0-0 2-1-12 8-6-0 0-6-0 0-11-124-11-120-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-6-13,Edge], [8:0-6-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-10 2-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-9-9, Right 2x6 SPF No.2 1-9-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=354/0-3-8, 8=350/0-3-8 Max Horz 2=82(LC 8) Max Uplift 2=-9(LC 9), 8=-7(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-337/56, 6-8=-336/56 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-6-13 to 2-5-3, Interior(1) 2-5-3 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R2GBL Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862099 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:19 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-K1NQHMvRujoAwuOlb6U5ICLQ6OgY9ZqXihhShfzrV42 Scale = 1:34.8 12 3 4 5 6 7 12 11 10 9 8 4x4 5x12 5x12 5x12 5x12 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-0-0 8-0-0 -0-6-13 0-6-13 4-0-0 4-0-0 8-0-0 4-0-0 8-6-0 0-6-0 0-11-124-11-120-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x8 SP No.1 1-6-0, Right 2x8 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 2=82(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -0-6-13 to 2-5-3, Exterior(2) 2-5-3 to 4-0-0, Corner(3) 4-0-0 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 9. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R3 Truss Type Piggyback Base Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862100 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:19 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-K1NQHMvRujoAwuOlb6U5ICLExORz9Q_XihhShfzrV42 Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 2324 25 26 27 28 29 30 31 32 33 4x6 6x8 4x6 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 -1-0-0 1-0-0 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 0-6-1211-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.96 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.58 0.25 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except 2-0-0 oc purlins (3-9-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2768/0-5-8, 11=2689/Mechanical Max Horz 2=195(LC 8) Max Uplift 2=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4688/178, 3-5=-3682/240, 5-6=-3359/270, 6-8=-3359/270, 8-10=-3697/246, 10-11=-4702/180 BOT CHORD 2-19=-66/3901, 17-19=-66/3901, 15-17=0/3050, 14-15=0/3062, 12-14=-61/3959, 11-12=-61/3959 WEBS 3-19=0/460, 3-17=-1023/124, 5-17=0/874, 5-15=-42/705, 6-15=-539/147, 8-15=-40/688, 8-14=0/901, 10-14=-1076/126, 10-12=0/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-6-0, Exterior(2) 19-6-0 to 43-11-5, Interior(1) 43-11-5 to 55-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R3A Truss Type Piggyback Base Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862101 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:20 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-oDxoUhw3f1w1Y1zx9q?KrQuPhonCutEgwLR0D5zrV41 Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 2324 25 26 27 28 29 30 31 32 33 4x6 6x8 4x6 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 -1-0-0 1-0-0 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 0-6-1211-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.96 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.58 0.25 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except 2-0-0 oc purlins (3-9-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2768/0-5-8, 11=2689/Mechanical Max Horz 2=195(LC 8) Max Uplift 2=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4688/178, 3-5=-3682/240, 5-6=-3359/270, 6-8=-3359/270, 8-10=-3697/246, 10-11=-4702/180 BOT CHORD 2-19=-66/3901, 17-19=-66/3901, 15-17=0/3050, 14-15=0/3062, 12-14=-61/3959, 11-12=-61/3959 WEBS 3-19=0/460, 3-17=-1023/124, 5-17=0/874, 5-15=-42/705, 6-15=-539/147, 8-15=-40/688, 8-14=0/901, 10-14=-1076/126, 10-12=0/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-6-0, Exterior(2) 19-6-0 to 43-11-5, Interior(1) 43-11-5 to 55-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R3B Truss Type Piggyback Base Qty 6 Ply 1 Drees Homes Job Reference (optional) I28862102 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:21 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-HQVAi1xhQK2uABY8jXWZNdQaRC7RdKUq9?AZmYzrV40 Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 2324 25 26 27 28 29 30 31 32 33 4x6 6x8 4x6 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 -1-0-0 1-0-0 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 0-6-1211-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.96 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.58 0.25 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except 2-0-0 oc purlins (3-9-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2768/0-5-8, 11=2689/Mechanical Max Horz 2=195(LC 8) Max Uplift 2=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4688/178, 3-5=-3682/240, 5-6=-3359/270, 6-8=-3359/270, 8-10=-3697/246, 10-11=-4702/180 BOT CHORD 2-19=-66/3901, 17-19=-66/3901, 15-17=0/3050, 14-15=0/3062, 12-14=-61/3959, 11-12=-61/3959 WEBS 3-19=0/460, 3-17=-1023/124, 5-17=0/874, 5-15=-42/705, 6-15=-539/147, 8-15=-40/688, 8-14=0/901, 10-14=-1076/126, 10-12=0/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-6-0, Exterior(2) 19-6-0 to 43-11-5, Interior(1) 43-11-5 to 55-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R3C Truss Type Hip Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862103 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:21 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-HQVAi1xhQK2uABY8jXWZNdQZXCDtdJbq9?AZmYzrV40 Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 4x6 6x8 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-4-4 10-4-4 19-11-13 9-7-8 27-9-8 7-9-11 35-7-3 7-9-11 45-2-12 9-7-8 55-7-0 10-4-4 -1-0-0 1-0-0 10-4-4 10-4-4 19-11-13 9-7-8 27-9-8 7-9-11 35-7-3 7-9-11 45-2-12 9-7-8 55-7-0 10-4-4 0-6-1212-2-100-6-1212-2-107.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [10:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.62 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.55 0.24 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 321 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-18,9-11: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-10-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-14, 6-14, 7-14, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2776/0-5-8, 10=2698/Mechanical Max Horz 2=199(LC 8) Max Uplift 2=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4696/176, 3-5=-3647/241, 5-6=-3279/269, 6-7=-3279/269, 7-9=-3661/246, 9-10=-4707/178 BOT CHORD 2-18=-63/3906, 16-18=-63/3906, 14-16=0/3016, 13-14=0/3027, 11-13=-57/3962, 10-11=-57/3962 WEBS 3-18=0/487, 3-16=-1069/125, 5-16=0/888, 5-14=-41/661, 6-14=-502/137, 7-14=-39/643, 7-13=0/915, 9-13=-1120/128, 9-11=0/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-11-13, Exterior(2) 19-11-13 to 43-5-9, Interior(1) 43-5-9 to 55-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R3GBL Truss Type Hip Supported Gable Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862104 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:23 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-Dodx6jyxyyIcPViWqyZ1S2W7U02O5LZ7dJfgqQzrV4_ Scale: 1/8"=1’ 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 63 64 4x6 4x6 4x6 4x6 4x6 4x6 6x8 4x6 4x6 4x6 55-7-0 55-7-0 -1-0-0 1-0-0 16-6-10 16-6-10 39-0-6 22-5-11 55-7-0 16-6-10 0-6-1210-2-100-6-1210-2-107.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-12], [24:0-4-0,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 415 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-58,7-59,6-60,5-61,3-62,26-39,27-38,28-37,29-36,30-35,32-34: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 24-42, 23-43, 22-44, 21-45, 19-46, 18-47, 17-48, 16-49, 15-51, 14-52, 13-53, 12-54, 10-56, 25-40 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 55-7-0. (lb) - Max Horz 2=166(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 57, 58, 59, 60, 61, 62, 40, 39, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 44, 45, 46, 47, 48, 49, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 40, 39, 38, 37, 36, 35, 34, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 4-6-11, Exterior(2) 4-6-11 to 16-6-10, Corner(3) 16-6-10 to 44-7-1, Exterior(2) 44-7-1 to 55-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 57, 58, 59, 60, 61, 62, 40, 39, 38, 37, 36, 35, 34. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R4 Truss Type Piggyback Base Qty 9 Ply 1 Drees Homes Job Reference (optional) I28862105 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:24 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-h?BJK3zZjFQS1fHjOf4G?G28PPAOqhhGrzPDLtzrV3z Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 2425 26 27 28 29 30 31 32 33 34 4x6 6x8 4x6 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 -1-0-0 1-0-0 10-1-6 10-1-6 19-6-0 9-4-10 27-9-8 8-3-8 36-1-0 8-3-8 45-5-10 9-4-10 55-7-0 10-1-6 56-7-0 1-0-0 0-6-1211-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.95 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.57 0.25 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 321 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,10-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except 2-0-0 oc purlins (3-9-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 6-16, 8-16, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2759/0-5-8, 11=2759/0-5-8 Max Horz 2=-197(LC 7) Max Uplift 2=-1(LC 9), 11=-1(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4671/175, 3-5=-3664/240, 5-6=-3337/266, 6-8=-3338/267, 8-10=-3664/240, 10-11=-4671/175 BOT CHORD 2-20=-44/3886, 18-20=-44/3886, 16-18=0/3035, 15-16=0/3035, 13-15=-47/3887, 11-13=-47/3887 WEBS 3-20=0/460, 3-18=-1023/124, 5-18=0/874, 5-16=-41/695, 6-16=-538/147, 8-16=-41/696, 8-15=0/875, 10-15=-1024/124, 10-13=0/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-6-0, Exterior(2) 19-6-0 to 43-11-5, Interior(1) 43-11-5 to 56-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R4A Truss Type Hip Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862106 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:24 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-h?BJK3zZjFQS1fHjOf4G?G27jP9lqgpGrzPDLtzrV3z Scale: 1/8"=1’ 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 4x6 6x8 6x8 4x6 5x12 5x12 4x6 2x4 4x4 5x12 2x4 4x4 4x6 2x4 5x12 5x12 5x12 10-4-5 10-4-5 19-11-13 9-7-8 27-9-8 7-9-11 35-7-3 7-9-11 45-2-11 9-7-8 55-7-0 10-4-5 -1-0-0 1-0-0 10-4-5 10-4-5 19-11-13 9-7-8 27-9-8 7-9-11 35-7-3 7-9-11 45-2-11 9-7-8 55-7-0 10-4-5 56-7-0 1-0-0 0-6-1212-2-100-6-1212-2-107.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-5], [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [10:1-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.99 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.55 0.25 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,9-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except 2-0-0 oc purlins (3-10-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 7-15, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2767/0-5-8, 10=2767/0-5-8 Max Horz 2=-202(LC 7) Max Uplift 2=-1(LC 9), 10=-1(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4678/174, 3-5=-3629/240, 5-6=-3258/266, 6-7=-3258/266, 7-9=-3629/240, 9-10=-4678/174 BOT CHORD 2-19=-41/3891, 17-19=-41/3891, 15-17=0/3000, 14-15=0/3000, 12-14=-44/3891, 10-12=-44/3891 WEBS 3-19=0/486, 3-17=-1070/126, 5-17=0/889, 5-15=-40/650, 6-15=-501/136, 7-15=-40/650, 7-14=0/889, 9-14=-1070/126, 9-12=0/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 4-6-11, Interior(1) 4-6-11 to 19-11-13, Exterior(2) 19-11-13 to 43-5-8, Interior(1) 43-5-8 to 56-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R4GBL Truss Type Hip Girder Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862107 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:26 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-dNI3ll_qFthAGyQ5V46k4h8dFD36IiIZJHuKQlzrV3x Scale: 1/8"=1’ 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 4140 39 38 37 36 35 64 65 4x6 4x6 3x6 4x6 4x6 4x6 6x8 4x6 4x6 4x6 55-7-0 55-7-0 -1-0-0 1-0-0 16-6-11 16-6-11 39-0-5 22-5-10 55-7-0 16-6-11 56-7-0 1-0-0 0-6-1210-2-100-6-1210-2-107.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-1-12], [24:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 33 33 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 405 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-20: 2x4 SPF No.2, 20-24: 2x4 SPF Stud BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-59,7-60,6-61,5-62,3-63,26-40,27-39,28-38,29-37,30-36,32-35: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 24-43, 23-44, 22-45, 21-46, 19-47, 18-48, 17-49, 16-50, 15-52, 14-53, 13-54, 12-55, 10-57, 25-41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 55-7-0. (lb) - Max Horz 2=170(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 54, 58, 59, 60, 61, 62, 63, 41, 40, 39, 38, 37, 36, 35 Max Grav All reactions 250 lb or less at joint(s) 2, 43, 44, 45, 46, 47, 48, 49, 50, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 41, 40, 39, 38, 37, 36, 35, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=56ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 4-6-11, Exterior(2) 4-6-11 to 16-6-11, Corner(3) 16-6-11 to 44-7-0, Exterior(2) 44-7-0 to 56-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 54, 58, 59, 60, 61, 62, 63, 41, 40, 39, 38, 37, 36, 35. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R5 Truss Type Piggyback Base Qty 7 Ply 1 Drees Homes Job Reference (optional) I28862108 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:26 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-dNI3ll_qFthAGyQ5V46k4h8Q0DsZIbeZJHuKQlzrV3x Scale = 1:83.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 6x8 4x6 6x8 4x6 3x6 4x6 4x6 5x12 2x4 4x4 4x6 2x4 5x12 5x12 4x6 9-2-0 9-2-0 17-5-8 8-3-8 25-9-0 8-3-8 35-1-10 9-4-10 45-3-0 10-1-6 9-2-0 9-2-0 17-5-8 8-3-8 25-9-0 8-3-8 35-1-10 9-4-10 45-3-0 10-1-6 6-7-111-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-3-0], [5:0-5-4,0-3-0], [8:0-7-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.84 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.11 (loc) 11-12 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-9,1-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 2-12, 3-12, 5-12, 7-11, 1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=2253/0-5-8, 8=2178/Mechanical Max Horz 15=-257(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1793/172, 2-3=-2122/223, 3-5=-2123/223, 5-7=-2693/206, 7-8=-3705/138, 1-15=-2076/145 BOT CHORD 12-14=0/1454, 11-12=0/2195, 9-11=-15/3102, 8-9=-15/3102 WEBS 2-14=-598/155, 2-12=-66/1206, 3-12=-544/138, 5-11=0/908, 7-11=-1085/119, 7-9=0/464, 1-14=-58/1734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 4-8-1, Interior(1) 4-8-1 to 9-2-0, Exterior(2) 9-2-0 to 32-1-13, Interior(1) 32-1-13 to 45-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R5A Truss Type Piggyback Base Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862109 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:27 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-5asRy5?S0Ap1u6?I3odzdugbmdCo12uiXxdtyBzrV3w Scale = 1:83.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 6x8 4x6 6x8 4x6 3x6 4x6 4x6 5x12 2x4 4x4 4x6 2x4 5x12 5x12 4x6 9-2-0 9-2-0 17-5-8 8-3-8 25-9-0 8-3-8 35-1-10 9-4-10 45-3-0 10-1-6 9-2-0 9-2-0 17-5-8 8-3-8 25-9-0 8-3-8 35-1-10 9-4-10 45-3-0 10-1-6 6-7-111-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-3-0], [5:0-5-4,0-3-0], [8:0-7-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.84 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.11 (loc) 11-12 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-9,1-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 2-12, 3-12, 5-12, 7-11, 1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=2253/0-5-8, 8=2178/Mechanical Max Horz 15=-257(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1793/172, 2-3=-2122/223, 3-5=-2123/223, 5-7=-2693/206, 7-8=-3705/138, 1-15=-2076/145 BOT CHORD 12-14=0/1454, 11-12=0/2195, 9-11=-15/3102, 8-9=-15/3102 WEBS 2-14=-598/155, 2-12=-66/1206, 3-12=-544/138, 5-11=0/908, 7-11=-1085/119, 7-9=0/464, 1-14=-58/1734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 4-8-1, Interior(1) 4-8-1 to 9-2-0, Exterior(2) 9-2-0 to 32-1-13, Interior(1) 32-1-13 to 45-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss R5B Truss Type Common Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862110 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:28 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-ZmQqAQ04nUxuWGaUdV8C96DsG1bDmXksmbNRUezrV3v Scale = 1:86.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 6x8 4x6 6x8 4x6 3x6 4x6 4x6 5x12 4x4 5x12 2x4 5x12 2x4 5x12 4x6 4x4 4x6 2x4 6x8 5x12 4x6 4-8-12 4-8-12 9-2-0 4-5-4 14-8-5 5-6-5 20-2-11 5-6-5 25-9-0 5-6-5 32-0-1 6-3-1 38-3-2 6-3-1 45-3-0 6-11-14 4-8-12 4-8-12 9-2-0 4-5-4 14-8-5 5-6-5 20-2-11 5-6-5 25-9-0 5-6-5 32-0-1 6-3-1 38-3-2 6-3-1 45-3-0 6-11-14 6-7-111-11-40-6-1211-11-47.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [11:0-7-10,0-2-8], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.70 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.31 0.12 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 330 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-12,1-21: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 3-19, 4-18, 6-18, 6-15, 8-15, 1-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)21=2187/0-5-8, 11=2055/0-3-8 Max Horz 21=-257(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1266/76, 2-3=-1735/109, 3-4=-1936/108, 4-6=-1936/108, 6-7=-2137/107, 7-8=-2563/97, 8-10=-3115/45, 10-11=-3575/0, 1-21=-2146/12 BOT CHORD 19-20=0/1054, 18-19=0/1427, 16-18=0/2184, 15-16=0/2184, 13-15=0/2608, 12-13=0/2995, 11-12=0/2995 WEBS 2-20=-1259/5, 2-19=0/860, 3-19=-525/44, 3-18=0/1213, 4-18=-346/62, 6-18=-612/0, 6-16=0/293, 6-15=-308/68, 7-15=0/898, 8-15=-761/66, 8-13=0/481, 10-13=-467/51, 10-12=0/281, 1-20=0/1759 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V1 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862111 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:28 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-ZmQqAQ04nUxuWGaUdV8C96Dxt1jFmbBsmbNRUezrV3v Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 3x6 3x6 3x6 3x6 3x6 3x6 32-10-12 32-10-12 10-3-14 10-3-14 22-6-14 12-3-0 32-10-12 10-3-14 0-0-410-3-140-0-410-3-1412.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [8:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.18 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-20,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 5-18, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 32-10-12. (lb) - Max Horz 1=-189(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 16, 19, 13 except 20=-109(LC 9), 12=-109(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 16=494(LC 13), 18=452(LC 13), 19=449(LC 13), 20=452(LC 1), 14=452(LC 14), 13=449(LC 14), 12=452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-253/76, 2-20=-274/185, 10-12=-274/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-7-10, Interior(1) 3-7-10 to 10-3-14, Exterior(2) 10-3-14 to 27-2-10, Interior(1) 27-2-10 to 32-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 16, 19, 13 except (jt=lb) 20=109, 12=109. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V2 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862112 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:32 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-SXgK?o3bqjRK_tuFsLD8KyOece4XiOdShDLedPzrV3r Scale = 1:57.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 3x6 3x6 3x6 3x6 3x6 0-0-4 0-0-4 30-6-12 30-6-8 9-1-14 9-1-14 21-4-14 12-3-0 30-6-12 9-1-14 0-0-49-1-140-0-49-1-1412.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [8:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-12,2-19: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-14, 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-6-4. (lb) - Max Horz 1=-165(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 15, 13, 18 except 12=-104(LC 9), 19=-104(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=379(LC 1), 12=427(LC 14), 13=451(LC 1), 14=424(LC 13), 19=427(LC 13), 18=451(LC 1), 17=424(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-12=-257/174, 2-19=-257/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-14, Interior(1) 3-4-14 to 9-1-14, Exterior(2) 9-1-14 to 25-8-11, Interior(1) 25-8-11 to 30-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 15, 13, 18 except (jt=lb) 12=104, 19=104. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V3 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862113 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:33 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-wkDjD84Db0ZBc1TRQ2kNs9wpC2QrRqvbwt4CArzrV3q Scale = 1:50.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2021 22 23 24 25 26 27 3x6 3x6 3x6 3x6 3x6 28-2-12 28-2-12 7-11-14 7-11-14 20-2-14 12-3-0 28-2-12 7-11-14 0-0-47-11-140-0-47-11-1412.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [8:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.16 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-15,5-17,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-2-12. (lb) - Max Horz 1=-142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 15, 17, 18, 19, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=488(LC 13), 17=462(LC 13), 18=383(LC 13), 19=263(LC 1), 14=462(LC 14), 13=383(LC 14), 12=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-15=-253/71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-11-14, Exterior(2) 7-11-14 to 24-5-13, Interior(1) 24-5-13 to 27-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 15, 17, 18, 19, 14, 13, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V4 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862114 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:33 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-wkDjD84Db0ZBc1TRQ2kNs9wos2QVRrUbwt4CArzrV3q Scale = 1:44.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 3x6 3x6 3x6 3x6 25-10-12 25-10-12 6-9-14 6-9-14 19-0-14 12-3-0 25-10-12 6-9-14 0-0-46-9-140-0-46-9-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [7:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.18 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-10-12. (lb) - Max Horz 1=-118(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=492(LC 1), 14=454(LC 14), 15=460(LC 1), 11=454(LC 13), 10=460(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-254/70, 2-15=-273/188, 8-10=-273/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-9-14, Exterior(2) 6-9-14 to 23-3-13, Interior(1) 23-3-13 to 25-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 15, 11, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V5 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862115 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:34 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-Own5QU5rMKh2EB2ezmFcPNTz8Rm8AIKk8XqliHzrV3p Scale = 1:70.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x6 4x4 3x6 3x6 3x6 3x6 0-0-4 0-0-4 23-6-12 23-6-8 11-9-6 11-9-6 23-6-12 11-9-6 0-0-411-9-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.15 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-10,2-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-6-4. (lb) - Max Horz 1=205(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 15, 13, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=352(LC 1), 10=421(LC 1), 11=492(LC 14), 15=421(LC 1), 13=492(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-9-6, Exterior(2) 11-9-6 to 14-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 15, 13, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V6 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862116 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:34 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-Own5QU5rMKh2EB2ezmFcPNTz_RmIAIvk8XqliHzrV3p Scale: 3/16"=1’ 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x6 4x4 3x6 3x6 21-2-12 21-2-12 10-7-6 10-7-6 21-2-12 10-7-6 0-0-410-7-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-2-12. (lb) - Max Horz 1=-184(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=380(LC 1), 11=505(LC 13), 13=303(LC 1), 9=505(LC 14), 8=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/171, 5-9=-267/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-7-6, Exterior(2) 10-7-6 to 13-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V7 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862117 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:35 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-s6LTeq5T7epvrLcqXTnrya08Xr6BvmEuNBZIEkzrV3o Scale = 1:56.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x6 4x4 3x6 3x6 18-10-12 18-10-12 9-5-6 9-5-6 18-10-12 9-5-6 0-0-49-5-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.17 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-10-12. (lb) - Max Horz 1=-163(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 11, 13, 9, 8 except 1=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=397(LC 1), 11=428(LC 13), 9=428(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/172, 5-9=-267/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-5-6, Exterior(2) 9-5-6 to 12-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11, 13, 9, 8 except (jt=lb) 1=108. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V8 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862118 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:35 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-s6LTeq5T7epvrLcqXTnrya08Ir6svmzuNBZIEkzrV3o Scale = 1:51.1 1 2 3 4 5 9 8 7 6 10 11 12 13 3x6 4x4 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-6-8 16-6-8 16-6-12 0-0-4 8-3-6 8-3-6 16-6-12 8-3-6 0-0-48-3-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.19 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-6-4. (lb) - Max Horz 1=142(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-106(LC 9), 9=-106(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=426(LC 1), 6=457(LC 14), 9=457(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-280/180, 2-9=-280/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-3-6, Exterior(2) 8-3-6 to 11-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=106, 9=106. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V9 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862119 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:36 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-KIvrrA65uxxlTVB05BI4UoYJkFTCeEP1crJsnAzrV3n Scale = 1:43.5 1 2 3 4 5 8 7 6 9 10 3x6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 14-2-12 14-2-8 7-1-6 7-1-6 14-2-12 7-1-6 0-0-47-1-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-2-4. (lb) - Max Horz 1=-121(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=284(LC 1), 6=385(LC 14), 8=385(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-1-6, Exterior(2) 7-1-6 to 10-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V10 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862120 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:29 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-2y_CNm1iYo3l7Q9gBCgRiJm5EQ3bV5H??F6_14zrV3u Scale = 1:28.3 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 8-4-3 8-3-15 4-2-1 4-2-1 8-4-3 4-2-1 0-0-44-2-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.18 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=187/8-3-11, 3=187/8-3-11, 4=238/8-3-11 Max Horz 1=-69(LC 7) Max Uplift 1=-19(LC 9), 3=-19(LC 9) Max Grav 1=187(LC 1), 3=187(LC 1), 4=239(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-2-1, Exterior(2) 4-2-1 to 7-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V11 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862121 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:29 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-2y_CNm1iYo3l7Q9gBCgRiJm8qQ48V5f??F6_14zrV3u Scale = 1:21.2 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 6-0-3 5-11-15 3-0-1 3-0-1 6-0-3 3-0-1 0-0-43-0-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=130/5-11-11, 3=130/5-11-11, 4=165/5-11-11 Max Horz 1=-48(LC 7) Max Uplift 1=-13(LC 9), 3=-13(LC 9) Max Grav 1=130(LC 1), 3=130(LC 1), 4=166(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V12 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862122 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:30 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-W9Yaa62KJ5BclakskwBgFXIKsqRCEX69EvsYZWzrV3t Scale: 1"=1’ 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 3-8-3 3-7-15 1-10-1 1-10-1 3-8-3 1-10-1 0-0-41-10-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=73/3-7-11, 3=73/3-7-11, 4=93/3-7-11 Max Horz 1=27(LC 8) Max Uplift 1=-7(LC 9), 3=-7(LC 9) Max Grav 1=73(LC 1), 3=73(LC 1), 4=93(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V13 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862123 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:30 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-W9Yaa62KJ5BclakskwBgFXIIdqQ5EWv9EvsYZWzrV3t Scale = 1:38.2 1 2 3 4 5 8 7 6 9 10 11 12 3x6 4x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-10-12 11-10-12 5-11-6 5-11-6 11-10-12 5-11-6 0-0-45-11-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-10-12. (lb) - Max Horz 1=-100(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=295(LC 13), 6=295(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-11-6, Exterior(2) 5-11-6 to 8-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V14 Truss Type GABLE Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862124 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:30 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-W9Yaa62KJ5BclakskwBgFXIIqqOCEW89EvsYZWzrV3t Scale: 3/8"=1’ 1 2 3 4 5 6 7 8 3x6 4x4 3x6 1.5x4 9-6-12 9-6-12 4-9-6 4-9-6 9-6-12 4-9-6 0-0-44-9-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=202/9-6-12, 3=202/9-6-12, 4=306/9-6-12 Max Horz 1=-79(LC 7) Max Uplift 1=-12(LC 9), 3=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-9-6, Exterior(2) 4-9-6 to 7-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V15 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862125 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:31 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-_L6yoS2y4PJTNkJ3IdivnkrTNEl_z__ISZb55zzrV3s Scale = 1:25.0 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 7-2-12 7-2-8 3-7-6 3-7-6 7-2-12 3-7-6 0-0-43-7-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=159/7-2-4, 3=159/7-2-4, 4=203/7-2-4 Max Horz 1=-59(LC 7) Max Uplift 1=-16(LC 9), 3=-16(LC 9) Max Grav 1=159(LC 1), 3=159(LC 1), 4=204(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 Job 1700041 Truss V16 Truss Type Valley Qty 1 Ply 1 Drees Homes Job Reference (optional) I28862126 8.030 s Sep 29 2016 MiTek Industries, Inc. Thu Jan 26 11:42:31 2017 Page 1 84 Lumber0783, Franklin, Indiana ID:mDstyuOUGCI45y_GzABVdbzrWUm-_L6yoS2y4PJTNkJ3IdivnkrUpEmwz_DISZb55zzrV3s Scale = 1:18.9 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 5-3-7 5-3-3 2-7-11 2-7-11 5-3-7 2-7-11 0-0-42-7-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=112/5-2-15, 3=112/5-2-15, 4=143/5-2-15 Max Horz 1=-41(LC 7) Max Uplift 1=-11(LC 9), 3=-11(LC 9) Max Grav 1=112(LC 1), 3=112(LC 1), 4=143(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 26,2017 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.